{"id":"W2794022158","doi":"10.1007/s40891-018-0129-7","title":"Experimental Investigation of the Shear Behavior of EPS Geofoam","year":2018,"lang":"en","type":"article","venue":"International Journal of Geosynthetics and Ground Engineering","topic":"Geotechnical Engineering and Soil Stabilization","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"ca_institutions":"McGill University","funders":"McGill University","keywords":"Materials science; Geotechnical engineering; Cohesion (chemistry); Shear strength (soil); Composite material; Structural engineering; Engineering; Geology; Chemistry","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002378921,0.0003048693,0.0001569348,0.0002186442,0.0003241641,0.0002086212,0.0002529752,0.0004056554,0.003155273],"category_scores_gemma":[0.0006626011,0.0001315718,0.0001280272,0.0001966392,0.0003428413,0.0003347895,0.0002407682,0.0002757635,0.0002488566],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001646688,"about_ca_system_score_gemma":0.0001507441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0007964058,"about_ca_topic_score_gemma":0.0009166058,"domain_scores_codex":[0.9998451,0.000016609,0.00001089037,0.00002887407,0.0000585993,0.00003984929],"domain_scores_gemma":[0.9995535,0.0001095071,0.00007125345,0.00006283599,0.0001673589,0.00003541986],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0009400891,0.0002681511,0.005198886,0.00005738426,0.00000747259,0.0001069025,0.0001737147,0.001660601,0.9850064,0.0002044871,0.0001324154,0.006243524],"study_design_scores_gemma":[0.0000334913,0.002225117,0.02429082,0.00001318447,0.00002214341,0.0001032049,0.0002516038,0.008223995,0.9636462,0.0000646074,0.001111542,0.00001388915],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9988266,0.00002349692,0.000533009,0.000009353118,0.000007907891,0.000004922856,0.0001014467,0.00001168124,0.0004817016],"genre_scores_gemma":[0.9991212,0.00002086538,0.0002737421,0.000003249943,0.000001784082,0.000003148169,0.00005540967,0.00000291423,0.0005176621],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003155273,"threshold_uncertainty_score":0.01055539,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007651394397699228,"score_gpt":0.2092158887667302,"score_spread":0.201564494369031,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}